CN112847775B - Be used for prefabricated reinforcement bed-jig of component - Google Patents
Be used for prefabricated reinforcement bed-jig of component Download PDFInfo
- Publication number
- CN112847775B CN112847775B CN202110232417.0A CN202110232417A CN112847775B CN 112847775 B CN112847775 B CN 112847775B CN 202110232417 A CN202110232417 A CN 202110232417A CN 112847775 B CN112847775 B CN 112847775B
- Authority
- CN
- China
- Prior art keywords
- support
- positioning
- longitudinal
- transverse
- supports
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B23/00—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
- B28B23/02—Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
- B28B23/022—Means for inserting reinforcing members into the mould or for supporting them in the mould
- B28B23/024—Supporting means
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention provides a steel bar binding jig frame for prefabricating components, which comprises two transverse supports and two longitudinal supports, wherein the transverse supports are provided with a plurality of first positioning parts, the longitudinal supports are provided with a plurality of second positioning parts, and the transverse supports, the longitudinal supports, the first positioning parts and the second positioning parts are correspondingly arranged according to the position relation of transverse steel bars and longitudinal steel bars of a rectangular steel bar framework, so that the two corresponding first positioning parts can position the two ends of the transverse steel bars, and the two corresponding second positioning parts can position the two ends of the longitudinal steel bars, so that the positioning is more accurate, and the steel bar binding process is more stable. Before horizontal reinforcing bar and vertical reinforcement ligature, through be used for prefabricated reinforcement bed-jig of component to put horizontal reinforcing bar and vertical reinforcing bar, carry out the ligature again, it is put efficient, the degree of accuracy is also high, the effectual ligature efficiency who improves the rectangle reinforcing bar skeleton, and can improve the quality of rectangle reinforcing bar skeleton, be favorable to the construction of engineering.
Description
Technical Field
The invention relates to the technical field of processing of reinforced concrete prefabricated parts, in particular to a reinforcement binding jig frame for prefabricating a part.
Background
In the construction of tunnel and side slope protection of highway and railway, the requirements of high standard and strict requirement of highway and railway engineering make the requirements of quality and progress in the construction process of tunnel and side slope protection high. Structural members such as a central drainage ditch, a cable ditch cover plate, a side slope protection hollow hexagonal block, a curb stone, a framework rimstone and the like in roadbed engineering in the tunnel construction process all have rectangular steel bar frameworks, and the rectangular steel bar frameworks are generally of one-layer or two-layer structures and respectively comprise a plurality of transverse steel bars and a plurality of longitudinal steel bars; the longitudinal steel bars can be single steel bars and correspond to one layer of rectangular steel bar framework; the longitudinal steel bars can also be in a waist-shaped structure, and the longitudinal steel bars of the waist-shaped structure comprise upper-layer longitudinal steel bars, lower-layer longitudinal steel bars and arc-shaped connections between two corresponding ends of the upper-layer longitudinal steel bars and the lower-layer longitudinal steel bars, and correspond to the two layers of rectangular steel bar frameworks; for different rectangular steel bar frameworks, the distance between two adjacent transverse steel bars may be different, and the distance between two adjacent longitudinal steel bars may be different.
In order to ensure the construction quality and the construction efficiency of the engineering, the quality of the rectangular steel bar framework (the horizontal distance, the parallelism, the verticality and the levelness between two adjacent steel bars) and the binding efficiency of the rectangular steel bar framework must be ensured. The existing method for binding the rectangular reinforcing steel bar framework comprises the following steps: and (4) transporting the bent and processed reinforcing steel bars to a construction site, and prefabricating the processed reinforcing steel bars according to transverse and longitudinal positioning and binding by constructors on the site according to construction experience. However, this method has the following problems:
because of the very big demand of the rectangular steel skeleton of an engineering, make the engineering volume of ligature rectangular steel skeleton huge, by constructor at the scene rely on the construction experience to put the position reinforcing bar and the ligature prefabricated these rectangular steel skeletons, its efficiency of construction is slow, artifical extravagant big, the rectangular steel skeleton of ligature still is difficult to the proof quality.
Disclosure of Invention
The invention aims to: the steel bar binding jig frame for prefabricating the components is provided aiming at the problems that in the prior art, constructors position steel bars and bind the rectangular steel bar frameworks according to construction experience on site, the construction efficiency is low, labor waste is large, and the quality of the bound rectangular steel bar frameworks is difficult to ensure.
In order to achieve the purpose, the invention adopts the technical scheme that:
a steel bar binding jig frame for prefabricating components comprises two transverse supports and two longitudinal supports, wherein each transverse support is vertically connected with the two longitudinal supports;
the transverse supports are provided with a plurality of first positioning pieces, all the first positioning pieces are positioned between the two longitudinal supports, and the two first positioning pieces are used for positioning the end parts of transverse steel bars;
the longitudinal supports are provided with a plurality of second positioning parts, the second positioning parts are positioned between the two transverse supports, and the second positioning parts are used for positioning the end parts of the longitudinal steel bars.
According to the reinforcement binding jig frame for prefabricating the component, the two transverse supports are vertically connected with the two longitudinal supports to form a rectangular frame or a # -shaped frame and the like, the distance between the two transverse supports is used for adapting the length of the transverse reinforcement of the component, and the distance between the two longitudinal supports is used for adapting the length of the longitudinal reinforcement of the component; two one-to-one sets up a plurality of first setting parts on the horizontal support, two one-to-one sets up a plurality of second setting parts on the vertical support, two corresponding two first setting parts are used for corresponding the both ends of fixing a position horizontal reinforcing bar on the horizontal support, two corresponding two second setting parts are used for corresponding the both ends of fixing a position vertical reinforcing bar on the vertical support, fix a position the tip of horizontal reinforcing bar and vertical reinforcing bar, make the location more accurate, and make reinforcement's in-process more steady.
A reinforcement bed-jig for component prefabrication corresponds according to the position relation of the horizontal reinforcing bar of rectangle steel bar skeleton and vertical reinforcing bar and sets up horizontal support, vertical support, first setting element and second setting element for two first setting elements that correspond can fix a position the both ends of horizontal reinforcing bar, and make two second setting elements that correspond can fix a position the both ends of vertical reinforcing bar, make the location more accurate, and make reinforcement's in-process more steady. Before horizontal reinforcing bar and vertical reinforcement ligature, through be used for prefabricated reinforcement bed-jig of component to put horizontal reinforcing bar and vertical reinforcing bar, carry out the ligature again, it is put efficient, the degree of accuracy is also high, the effectual ligature efficiency who improves the rectangle reinforcing bar skeleton, and can improve the quality of rectangle reinforcing bar skeleton, be favorable to the construction of engineering.
Preferably, the first positioning piece further comprises a first baffle plate, and the first baffle plate is used for positioning the end face of the transverse steel bar;
the second positioning piece further comprises a second baffle plate, and the second baffle plate is used for positioning the end face of the longitudinal steel bar.
The flatness of the end part of the transverse steel bar can be controlled by arranging the first baffle; through setting up the second baffle, can control the roughness of longitudinal reinforcement tip. Through first baffle and second baffle can improve the efficiency of putting and put the quality of horizontal reinforcing bar and vertical reinforcing bar, can improve the ligature efficiency and the ligature quality of rectangular steel bar skeleton promptly, are favorable to the construction of engineering.
Preferably, the first positioning piece is slidably connected with the corresponding transverse support, and the second positioning piece is slidably connected with the corresponding longitudinal support.
The first positioning piece can slide on the corresponding transverse support, the position of the first positioning piece on the corresponding transverse support is adjusted, the positions of the two adjacent first positioning pieces are adjusted in a corresponding sliding mode according to the space between two adjacent transverse steel bars of the rectangular steel bar framework, and therefore the same steel bar binding jig frame for prefabricating the component can be suitable for the rectangular steel bar frameworks with different space between the two adjacent transverse steel bars. The second positioning piece can slide on the corresponding longitudinal support, the position of the second positioning piece on the corresponding longitudinal support is adjusted, and the positions of two adjacent second positioning pieces are adjusted correspondingly in a sliding mode according to the space between two adjacent longitudinal steel bars of the rectangular steel bar framework, so that the two adjacent second positioning pieces are the same, and the steel bar binding jig frame for prefabricating the components can be suitable for the rectangular steel bar frameworks with different space between the two adjacent longitudinal steel bars.
Preferably, a plurality of first sliding parts are connected to the transverse support in a sliding manner, and the first positioning parts are connected with the corresponding first sliding parts;
a plurality of second sliding parts are connected to the longitudinal supports in a sliding mode, and the second positioning parts are connected with the corresponding second sliding parts.
The first sliding part is used for ensuring that the first positioning part can slide along the transverse support, so that the first positioning part can be prevented from directly sliding on the transverse support, and the damage to the first positioning part is reduced; the second positioning piece can be guaranteed to slide along the longitudinal support through the second sliding piece, the second positioning piece can be prevented from directly sliding on the longitudinal support, and damage to the second positioning piece is reduced.
Preferably, the first sliding part and the second sliding part both comprise sleeves and fixing bolts, the sleeves are sleeved on the corresponding transverse supports or longitudinal supports, and the fixing bolts are used for fixing the corresponding sleeves.
The sleeve is used as a guide rail by corresponding transverse support or longitudinal support, and can be guided and limited, so that the sleeve can accurately drive the first positioning piece or the second positioning piece to slide to a specified position and be fixed through a fixing bolt.
Preferably, the support device further comprises two support rods, each support rod is perpendicular to the two longitudinal supports, at least one of the two longitudinal supports is connected with the two support rods in a sliding manner, and the transverse support is connected with the corresponding longitudinal support in a sliding manner;
or the like, or, alternatively,
the support bar is perpendicular to the two transverse supports, at least one of the two transverse supports is slidably connected with the two support bars, and the longitudinal support is slidably connected with the corresponding transverse support.
The bracing piece is used for supporting vertical support or horizontal support, can increase vertical operation space for the ligature of rectangle reinforcing bar skeleton, is favorable to the ligature of rectangle reinforcing bar skeleton. Simultaneously, the bracing piece still does horizontal support or vertical support's sliding guide passes through sliding connection for can adjust the interval of two horizontal supports according to the length of horizontal reinforcing bar, and can adjust the interval of two vertical supports according to the length of vertical reinforcing bar, make same be used for the prefabricated steel reinforcement bed-jig of component can be applicable to the prefabrication of the rectangular steel bar skeleton of different specifications.
Preferably, when the supporting rods are vertically arranged with the corresponding longitudinal supports, both the two transverse supports are positioned between the two supporting rods;
when the supporting rods and the corresponding transverse supports are vertically arranged, the two longitudinal supports are located between the two supporting rods.
Arranging the two support rods outside the two transverse supports, so that all the second positioning parts are positioned between the two support rods; or two the bracing piece sets up in two vertical braces's the outside, makes all first locating part all is located two between the bracing piece, can avoid the bracing piece leads to the fact the influence to the ligature of rectangle reinforcing bar skeleton.
Preferably, when the supporting rods are vertically arranged with the corresponding longitudinal supports, the transverse supports are connected to the second sliding parts close to the corresponding supporting rods;
when the supporting rods and the corresponding transverse supports are vertically arranged, the longitudinal supports are connected with the first sliding parts close to the corresponding supporting rods.
When the supporting rod is perpendicular to the corresponding longitudinal support, the transverse support and a second positioning piece close to the corresponding supporting rod share one second sliding piece, so that the use of the sliding piece can be reduced, and the position of the transverse support can be conveniently adjusted along the length direction of the longitudinal support. When the supporting rod is vertically arranged with the corresponding transverse support, the first positioning piece close to the supporting rod shares one first sliding piece, so that the use of the sliding piece can be reduced, and the position of the longitudinal support can be conveniently adjusted along the length direction of the transverse support.
Preferably, the transverse support, the longitudinal support and the support rod are provided with scales along the length direction.
Be convenient for according to scale adjustment position, make be used for prefabricated reinforcement bed-jig of component can be applicable to the rectangle steel reinforcement skeleton of different specifications.
Preferably, the first positioning piece comprises two vertically arranged first positioning rods, and the distance between the two first positioning rods is used for being matched with and installing the transverse steel bar; the second positioning piece comprises two vertically arranged second positioning rods, and the distance between the two second positioning rods is used for adaptive installation of the longitudinal steel bars.
The locating piece is formed by adopting the mode of two locating rods, the space between the two locating rods needs to be matched with the diameter of the corresponding transverse steel bar or vertical steel bar, the transverse steel bar or vertical steel bar is clamped, the position of the transverse steel bar or vertical steel bar can be located, the transverse steel bar or vertical steel bar can be limited, and binding of the steel bar is facilitated.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. according to the reinforcement binding jig frame for the prefabricated components, the transverse support, the longitudinal support, the first positioning pieces and the second positioning pieces are correspondingly arranged according to the position relation between the transverse reinforcement and the longitudinal reinforcement of the rectangular reinforcement framework, so that the two ends of the transverse reinforcement can be positioned by the two corresponding first positioning pieces, the two ends of the longitudinal reinforcement can be positioned by the two corresponding second positioning pieces, the positioning is more accurate, and the reinforcement binding process is more stable. Before horizontal reinforcing bar and vertical reinforcement ligature, through be used for prefabricated reinforcement bed-jig of component to put horizontal reinforcing bar and vertical reinforcing bar, carry out the ligature again, it is put efficient, the degree of accuracy is also high, the effectual ligature efficiency who improves the rectangle reinforcing bar skeleton, and can improve the quality of rectangle reinforcing bar skeleton, be favorable to the construction of engineering.
2. The reinforcement binding jig frame for prefabricating the components also comprises a supporting rod, the positioning piece is connected to the transverse support or the vertical support in a sliding mode, and the transverse support, the supporting rod and the longitudinal support are connected in a sliding mode according to the corresponding relation, so that the same reinforcement binding jig frame for prefabricating the components can be suitable for prefabricating rectangular reinforcement frameworks of different specifications, and the applicability is higher.
3. According to the steel bar binding jig frame for prefabricating the components, the positioning piece adopts the mode of the two positioning rods and the baffle, the structure is simple, and the processing is convenient. Its position that not only can fix a position horizontal reinforcing bar or vertical reinforcing bar can also be spacing to horizontal reinforcing bar or vertical reinforcing bar, and can control the roughness of horizontal reinforcing bar tip and vertical reinforcing bar tip for it can improve the efficiency of putting and put the quality of horizontal reinforcing bar and vertical reinforcing bar, can improve the ligature efficiency and the ligature quality of rectangle steel bar skeleton promptly, is favorable to the construction of engineering.
Drawings
Fig. 1 is a plan view of a reinforcing bar binding jig for prefabrication of components described in example 1;
fig. 2 is a plan view of a reinforcing bar binding jig for prefabrication of components described in embodiment 2;
fig. 3 is an elevation view of a reinforcing bar binding jig for prefabrication of components described in embodiment 2;
fig. 4 is a plan view of the reinforcing bar binding jig for the prefabrication of parts described in embodiment 2 in a use state;
fig. 5 is an elevation view of a reinforcing bar binding jig for prefabricating components in the use state of the embodiment 2;
fig. 6 is a use view of the reinforcing bar binding jig for the prefabrication of the members described in embodiment 2.
Icon: 1-transverse supporting; 11-a first slide; 12-transverse reinforcement; 2-longitudinal support; 21-a second slide; 22-longitudinal steel bars; 3-a first positioning element; 31-a first positioning rod; 4-a second positioning element; 41-a second positioning rod; 43-a second baffle; 5-a support rod; 51-a third slide; 61-a support frame; 62-a work platform.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is described in further detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Example 1
The invention provides a reinforcement binding jig frame for prefabricating a component, which comprises two transverse supports 1 and two longitudinal supports 2, wherein each transverse support 1 is vertically connected with the two longitudinal supports 2;
a plurality of first positioning pieces 3 are arranged on the transverse support 1, all the first positioning pieces 3 are positioned between the two longitudinal supports 2, and the two first positioning pieces 3 are used for positioning the end parts of transverse steel bars 12;
a plurality of second positioning parts 4 are arranged on the longitudinal support 2, the second positioning parts 4 are positioned between the two transverse supports 1, and the two second positioning parts 4 are used for positioning the end parts of the longitudinal steel bars 22.
Two horizontal support 1 is all with two vertical support 2 connects perpendicularly, forms rectangular frame or # -shaped frame etc. two the interval of horizontal support 1 is used for the length of the horizontal reinforcing bar 12 of adaptation component, two the interval of vertical support 2 is used for the adaptation the length of the vertical reinforcing bar 22 of component, two the one-to-one sets up a plurality of first setting elements 3 on the horizontal support 1, two the one-to-one sets up a plurality of second setting elements 4 on the vertical support 2, two the two first setting elements 3 that correspond on the horizontal support 1 are used for corresponding the both ends of fixing a position horizontal reinforcing bar 12, two the two second setting elements 4 that correspond on the vertical support 2 are used for corresponding the both ends of fixing a position vertical reinforcing bar 22, fix a position the tip of horizontal reinforcing bar 12 and vertical reinforcing bar 22, make the location more accurate, and make the in-process of reinforcement more steady. In fig. 1, the number of the first positioning elements 3 and the number of the second positioning elements 4 are shown as an example, the number and the distance between the first positioning elements 3 are respectively determined according to the number and the distance between the transverse reinforcements 12 of the rectangular reinforcement cage, and the number and the distance between the second positioning elements 4 are respectively determined according to the number and the distance between the longitudinal reinforcements 22 of the rectangular reinforcement cage.
In this embodiment, as shown in fig. 1, preferably, the first positioning element 3 includes two first positioning rods 31 vertically arranged, and a space between the two first positioning rods 31 is used for fitting and installing the transverse steel bar 12; the second positioning element 4 comprises two vertically arranged second positioning rods 41, and the space between the two second positioning rods 41 is used for installing the longitudinal steel bars 22 in an adaptive manner. The positioning piece is formed by adopting the mode of two positioning rods, the structure is simple, and the processing is convenient. The interval between two locating levers need with the diameter adaptation of the horizontal reinforcing bar 12 or the vertical reinforcing bar that correspond for giving the card with horizontal reinforcing bar 12 or longitudinal reinforcement 22, its position that not only can fix a position horizontal reinforcing bar 12 or longitudinal reinforcement 22 can also be spacing horizontal reinforcing bar 12 or longitudinal reinforcement 22, is favorable to the ligature of reinforcing bar. Of course, the first positioning member 3 and the second positioning member 4 can also adopt other structures, such as positioning rings, and when in use, the transverse steel bars 12 and the longitudinal steel bars 22 respectively penetrate into the corresponding positioning rings to be positioned, and then are bound.
As a preferred embodiment, the first positioning element 3 and the second positioning element 4 can be used to position reinforcing bars with different diameters. Such as: the interval between the first locating rod 31 of two vertical settings of first locating piece 3 can be adjusted, if slide adjusting, perhaps through the mode of dismantling the equipment again, makes the interval of two first locating rods 31 of first locating piece 3 changes for the reinforcing bar of different diameters is adapted to. Similarly, the two second positioning rods 41 of the second positioning element 4 may adopt the adjustment mode adopted by the first positioning rod 31. And the sizes of the first positioning rod 31 and the second positioning rod 41 are different, so that a constructor can quickly distinguish the first positioning piece 3 from the second positioning piece 4, and the arrangement direction of the transverse steel bars 12 or the longitudinal steel bars 22 on the steel bar binding jig for prefabricating the component is convenient to determine. This embodiment be used for prefabricated reinforcement bed-jig of component, correspond according to the position relation of the horizontal reinforcing bar 12 of rectangular steel skeleton and longitudinal reinforcement 22 and set up horizontal support 1, longitudinal support 2, first locating piece 3 and second locating piece 4 for two first locating pieces 3 that correspond can fix a position the both ends of horizontal reinforcing bar 12, and make two second locating pieces 4 that correspond can fix a position the both ends of longitudinal reinforcement 22, make the location more accurate, and make the in-process of reinforcement more steady. Before horizontal reinforcing bar 12 and the ligature of vertical reinforcing bar 22, through be used for the prefabricated reinforcement bed-jig of component to put horizontal reinforcing bar 12 and vertical reinforcing bar 22, carry out the ligature again, it is put efficient, the degree of accuracy is also high, the effectual ligature efficiency that improves the rectangular steel bar skeleton, and can improve the quality of rectangular steel bar skeleton, is favorable to the construction of engineering.
Example 2
The present embodiment provides a reinforcement jig for prefabrication of components, referring to fig. 2-6, which is different from the reinforcement jig for prefabrication of components in the embodiments in that the first positioning member 3 is slidably connected to the corresponding transverse support 1, and the second positioning member 4 is slidably connected to the corresponding longitudinal support 2.
First locating piece 3 can be in corresponding transversely support 1 is gone up to slide, and then adjusts its and corresponding transversely support 1 is last to be gone up the position, according to the interval between two adjacent horizontal reinforcing bars 12 of rectangular reinforcement skeleton, the adjacent 3 positions of two first locating pieces of slide adjustment that come to correspond make same be used for prefabricated steel reinforcement bed-jig of component can be applicable to the different rectangular reinforcement skeleton of two adjacent horizontal reinforcing bar 12 intervals. The second positioning part 4 can be in the correspondence slide on the longitudinal support 2, and then adjust its position on the longitudinal support 2 that corresponds, according to the interval between two adjacent longitudinal reinforcement 22 of rectangular reinforcement skeleton, the adjacent two second positioning part 4 positions of slide adjustment that correspond make same be used for prefabricated steel reinforcement bed-jig of component can be applicable to the different rectangular reinforcement skeleton of two adjacent longitudinal reinforcement 22 intervals.
Specifically, a plurality of first sliding parts 11 are slidably connected to the transverse support 1, the first positioning parts 3 are connected to the corresponding first sliding parts 11, and the number of the first sliding parts 11 corresponds to the number of the first positioning parts 3; a plurality of second sliding parts 21 are connected to the longitudinal support 2 in a sliding manner, the second positioning parts 4 are connected to the corresponding second sliding parts 21, and the number of the second sliding parts 21 corresponds to the number of the second positioning parts 4.
Preferably, the first slider 11 and the second slider 21 each include a sleeve and a fixing bolt, the sleeve is sleeved on the corresponding transverse support 1 or the corresponding longitudinal support 2, and the fixing bolt is used for fixing the corresponding sleeve. The sleeve uses the corresponding transverse support 1 or longitudinal support 2 as a guide rail, can guide and limit the sleeve, so that the sleeve can accurately drive the first positioning piece 3 or the second positioning piece 4 to slide to a specified position and is fixed through a fixing bolt. Of course, the first sliding member 11 and the second sliding member 21 can also adopt a structure of matching a sliding block and a sliding rail, but compared with a mode of adopting a sleeve, the structure is more complex, and the processing requirement is higher.
In this embodiment, the steel bar binding jig frame for prefabricating the components further comprises two support rods 5. The two support bars 5 can be connected to the transverse supports 1 as well as to the longitudinal supports 2.
When two support bars 5 are connected to the longitudinal supports 2, as shown in fig. 2-5, each support bar 5 is perpendicular to the two longitudinal supports 2, at least one of the two longitudinal supports 2 is slidably connected to the two support bars 5, and the transverse support 1 is slidably connected to the corresponding longitudinal support 2. When only one longitudinal support 2 is slidably connected with the two support rods 5, as shown in fig. 3, the left longitudinal support 2 is slidably connected with the two support rods 5, the right longitudinal support 2 is a fixed end and cannot slide along the two support rods 5, and when the distance between the two longitudinal supports 2 is adjusted, only the left longitudinal support 2 can be adjusted to slide leftwards. Compare in two bracing pieces 5 with the equal sliding connection of the vertical support 2 of both sides, only with the vertical support 2 of one side in two bracing pieces 5 swing joint, can reduce adjusting parameter, be favorable to the operation. In this embodiment, the support bar 5 is connected to the longitudinal support 2 by a third sliding member 51. The third sliding member 51 is also a sleeve and a fixing bolt, which is sleeved on the support rod 5 and fixedly connected to the longitudinal support 2. Of course, the third sliding member 51 may also adopt a matching structure of a sliding block and a sliding rail.
And work as bracing piece 5 with correspond when 1 sets up perpendicularly of horizontal support, two vertical support 2 all is located two between the bracing piece 5, with two bracing piece 5 sets up in two horizontal outside of supporting 1, makes all second setting element 4 all is located two between the bracing piece 5, enough avoid bracing piece 5 causes the influence to the ligature of rectangle steel reinforcement skeleton. And the transverse support 1 is connected to the second sliding member 21 close to the support rod 5, as shown in fig. 2, the upper transverse support 1 and the uppermost second positioning member 4 share one second sliding member 21, and the lower transverse support 1 and the lowermost second positioning member 4 share one second sliding member 21, so that the use of sliding members can be reduced, and the adjustment of the position of the transverse support 1 along the length direction of the longitudinal support 2 is facilitated.
As another embodiment, when two support bars 5 are connected to the transverse supports 1, each support bar 5 is perpendicular to two of the transverse supports 1, at least one of the transverse supports 1 of the two transverse supports 1 is slidably connected to two of the support bars 5, and the longitudinal support 2 is slidably connected to the corresponding transverse support 1. The transverse support 1 and the support bar 5 can also be connected by a third sliding member 51, for example, if a sleeve and a fixing bolt are used, the sleeve should be sleeved on the support bar 5 and fixedly connected with the transverse support 1. And two longitudinal supports 2 are located between two support rods 5, and the longitudinal supports 2 are connected to the first sliding parts 11 corresponding to the support rods 5, which are not shown in the figure.
In this embodiment, transversely support 1 vertically support 2 the bracing piece 5 all is equipped with the scale along length direction, also can be equipped with the scale, makes things convenient for constructor to adjust the position of first setting element 3, the position of second setting element 4, the position of transversely supporting 1 or the position of vertical support according to the scale that corresponds.
In this embodiment, the first positioning element 3 further includes a first baffle plate, and the first baffle plate is used for positioning an end face of the transverse steel bar 12;
the second positioning member 4 further includes a second blocking plate 43, and the second blocking plate 43 is used for positioning the end surface of the longitudinal steel bar 22, as shown in fig. 2 to 5. The flatness of the end part of the transverse steel bar 12 can be controlled by arranging the first baffle; by providing the second barrier 43, the flatness of the end of the longitudinal reinforcing bar 22 can be controlled. Through first baffle and second baffle 43 can improve the efficiency of putting and put the quality of horizontal reinforcing bar 12 and vertical reinforcing bar 22, can improve rectangular reinforcement skeleton's ligature efficiency and ligature quality promptly, are favorable to the construction of engineering. The first and second baffle plates 43 can also be used in embodiment 1.
In this embodiment, as shown in fig. 6, the steel bar binding jig further comprises a supporting platform, the supporting platform comprises a supporting frame 61 located below and an operating platform 62 located above the supporting frame 61, the operating platform 62 is a flat plate, and the left side and the right side of the operating platform are respectively provided with one steel bar binding jig frame for prefabricating the component, so that two sides of the operating platform 62 can be respectively used for binding a rectangular steel bar framework.
Compared with the prefabricated steel bar binding jig frame of the member in the embodiment 1, the prefabricated steel bar binding jig frame of the member further comprises a supporting rod 5, a positioning piece is connected to the transverse supporting 1 or the vertical supporting part in a sliding mode, the transverse supporting 1, the supporting rod 5 and the longitudinal supporting 2 are connected in a sliding mode according to the corresponding relation, the prefabricated steel bar binding jig frame of the member is enabled to be identical to the prefabricated steel bar framework of the rectangular steel bar framework of different specifications, and the prefabricated steel bar binding jig frame of the member is higher in applicability. And it not only can fix a position horizontal reinforcing bar 12 or vertical reinforcing bar 22's position, can also be spacing to horizontal reinforcing bar 12 or vertical reinforcing bar 22, and can control the roughness of horizontal reinforcing bar 12 tip and vertical reinforcing bar 22 tip for it can improve horizontal reinforcing bar 12 and vertical reinforcing bar 22's the efficiency of putting and put the quality, can improve the ligature efficiency and the ligature quality of rectangle steel bar skeleton promptly, is favorable to the construction of engineering.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention are intended to be included within the scope of the present invention.
Claims (7)
1. A reinforcement binding jig frame for prefabricating components is characterized by comprising two transverse supports (1) and two longitudinal supports (2), wherein each transverse support (1) is vertically connected with the two longitudinal supports (2) respectively;
a plurality of first positioning pieces (3) are arranged on the transverse support (1), all the first positioning pieces (3) are positioned between the two longitudinal supports (2), and the two first positioning pieces (3) are used for positioning the end parts of transverse steel bars (12);
a plurality of second positioning parts (4) are arranged on the longitudinal supports (2), the second positioning parts (4) are positioned between the two transverse supports (1), and the two second positioning parts (4) are used for positioning the end parts of the longitudinal steel bars (22);
a plurality of first sliding parts (11) are connected on the transverse support (1) in a sliding manner, and the first positioning part (3) is connected with the corresponding first sliding parts (11);
a plurality of second sliding parts (21) are connected on the longitudinal support (2) in a sliding manner, and the second positioning parts (4) are connected with the corresponding second sliding parts (21);
the support device is characterized by further comprising two support rods (5), each support rod (5) is perpendicular to the two longitudinal supports (2), at least one longitudinal support (2) in the two longitudinal supports (2) is connected with the two support rods (5) in a sliding mode, and the transverse supports (1) are connected with the corresponding longitudinal supports (2) in a sliding mode;
or the like, or, alternatively,
still include two bracing pieces (5), every bracing piece (5) all with two horizontal support (1) sets up perpendicularly, two at least one of horizontal support (1) and two bracing piece (5) sliding connection, vertical support (2) sliding connection corresponds horizontal support (1).
2. A reinforcement bar binding jig for prefabrication of parts according to claim 1, characterized in that the first locator (3) further comprises a first baffle for locating an end face of the transverse reinforcement bar (12);
the second positioning piece (4) further comprises a second baffle (43), and the second baffle (43) is used for positioning the end face of the longitudinal steel bar (22).
3. A reinforcement tie-up jig for the prefabrication of components according to claim 1, characterized in that the first slider (11) and the second slider (21) each comprise a sleeve, which is sleeved to the corresponding transverse support (1) or longitudinal support (2), and a fixing bolt for fixing the corresponding sleeve.
4. A reinforcement bar binding jig for the prefabrication of members according to claim 1, characterized in that when the support bars (5) are arranged perpendicularly to the corresponding longitudinal supports (2), both the transverse supports (1) are located between both the support bars (5);
when the supporting rods (5) and the corresponding transverse supports (1) are vertically arranged, the two longitudinal supports (2) are positioned between the two supporting rods (5).
5. A reinforcement bar binding jig for the prefabrication of members according to claim 4, characterized in that when the support bars (5) are arranged perpendicularly to the corresponding longitudinal supports (2), the transverse supports (1) are connected close to the second slide (21) corresponding to the support bars (5);
when the supporting rod (5) and the corresponding transverse support (1) are vertically arranged, the longitudinal support (2) is connected with the first sliding part (11) close to the corresponding supporting rod (5).
6. A reinforcement bar binding jig for prefabrication of members according to claim 1, characterized in that the transverse support (1), the longitudinal support (2), the support bar (5) are provided with graduations along the length direction.
7. A reinforcement bar binding jig for the prefabrication of members according to any one of claims 1 to 6, characterized in that the first positioning member (3) comprises two vertically arranged first positioning rods (31), the spacing between the two first positioning rods (31) being adapted to mount the transverse reinforcement bars (12); the second positioning piece (4) comprises two vertically arranged second positioning rods (41), and the space between the two second positioning rods (41) is used for being matched with and installing the longitudinal steel bars (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110232417.0A CN112847775B (en) | 2021-03-01 | 2021-03-01 | Be used for prefabricated reinforcement bed-jig of component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110232417.0A CN112847775B (en) | 2021-03-01 | 2021-03-01 | Be used for prefabricated reinforcement bed-jig of component |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112847775A CN112847775A (en) | 2021-05-28 |
| CN112847775B true CN112847775B (en) | 2022-05-17 |
Family
ID=75991071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110232417.0A Active CN112847775B (en) | 2021-03-01 | 2021-03-01 | Be used for prefabricated reinforcement bed-jig of component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112847775B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113351805A (en) * | 2021-06-11 | 2021-09-07 | 中交二航局第四工程有限公司 | Ship lock chamber wall steel bar prefabricating jig frame and ship lock chamber wall steel bar prefabricating method |
| CN113650155A (en) * | 2021-09-02 | 2021-11-16 | 中交路桥华东工程有限公司 | Steel bar binding mould and steel bar binding construction method |
| CN114059775B (en) * | 2021-11-29 | 2023-02-07 | 中国建筑第五工程局有限公司 | Steel construction site operation assembles support |
| CN114130930B (en) * | 2021-12-01 | 2023-11-24 | 中铁建设集团有限公司 | Prefabricated reinforcement cage processing auxiliary fixtures |
Family Cites Families (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3251905B2 (en) * | 1998-06-18 | 2002-01-28 | 佐藤工業株式会社 | Hanging jig for pre-assembled column bar and method of installing closing form in manufacturing outer shell PCa column member using the same |
| FR2883591B1 (en) * | 2005-03-25 | 2020-09-11 | Armand Francois Santonja | FORMWORK IN THE FORM OF A SWIVELING TOOTH COMB FOR ENDS OF REINFORCED CONCRETE BEAMS WITH REINFORCEMENTS EXTENDING AT THE ENDS AND THAT CAN BE VERTICALLY ALIGNED |
| JP5164004B2 (en) * | 2008-05-19 | 2013-03-13 | 株式会社ピーエス三菱 | Manufacturing method of pretension PC member |
| CN205614824U (en) * | 2016-03-31 | 2016-10-05 | 中铁十六局集团铁运工程有限公司 | Prefabricated web reinforcement mould of T roof beam |
| CN207593482U (en) * | 2017-10-12 | 2018-07-10 | 上海宇辉住宅工业有限公司 | For positioning the adjustable tool frame of built-in fitting |
| CN107891512A (en) * | 2017-12-14 | 2018-04-10 | 中国建筑第七工程局有限公司 | A kind of layer-stepping ring muscle, which fastens, is anchored concrete shear force wall mould and its installation method |
| CN109702889A (en) * | 2018-12-30 | 2019-05-03 | 安徽省公路桥梁工程有限公司 | Standardize prefabricated case beam and its construction method |
| CN109773960B (en) * | 2019-01-11 | 2020-06-23 | 河南省交通规划设计研究院股份有限公司 | Multi-size assembled T-beam tooth block steel bar pre-binding device |
| CN210880206U (en) * | 2019-08-28 | 2020-06-30 | 江苏昊坤新材料科技有限公司 | Steel bar positioning device for production of prefabricated reinforced concrete member |
| CN211421882U (en) * | 2019-12-25 | 2020-09-04 | 中国核工业二四建设有限公司 | Reinforcing bar net piece ligature positioner |
| CN211386720U (en) * | 2020-01-06 | 2020-09-01 | 广东博智林机器人有限公司 | Binding device and reinforcing cage forming equipment |
| CN112192744B (en) * | 2020-10-14 | 2021-06-11 | 龙元明筑科技有限责任公司 | Method for manufacturing prefabricated composite floor slab |
-
2021
- 2021-03-01 CN CN202110232417.0A patent/CN112847775B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN112847775A (en) | 2021-05-28 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112847775B (en) | Be used for prefabricated reinforcement bed-jig of component | |
| CN101701439B (en) | Steel reinforcement cage track skeleton method construction process of steel spring floating plate track | |
| CN104695557A (en) | Steel structure building construction method for one-step pre-burying of foundation bolts | |
| US8006624B2 (en) | Machine for unloading and positioning rails on crossties in railway tracks | |
| CN104100092B (en) | The track-type facilities of a kind of pitched roof pouring construction and method | |
| CN105951579B (en) | A kind of preparation method of preform lid beam steel moulding bed and prefabricated bent cap reinforcement cage | |
| KR20210054303A (en) | Concrete lining formwork for tunnels with sloped construction | |
| CN109968522B (en) | Installation device and installation method for prefabricated box girder bottom web steel reinforcement framework | |
| CN106245529A (en) | Railway tee girder falls beam method safely and fast | |
| CN109577342B (en) | Swift supporting device of circular pit construction | |
| CN107336346A (en) | A kind of beam making bench | |
| CN210146887U (en) | Assembling clamp for reinforcing mesh | |
| CN112663516A (en) | Construction method of bridge thin-wall hollow pier column | |
| CN105297731B (en) | Reverse construction method steel stand column positioning device and positioning method | |
| CN109295933A (en) | Fabricated device, gate slot component, hanging apparatus and gate recess construction method | |
| PL178899B1 (en) | Transportable concrete mixer | |
| CN103758040A (en) | Special hanging frame for construction of post-casting flange plate of sound barrier T beam and using method thereof | |
| EP1721048A1 (en) | Method of constructing strip foundations with longitudinal socket | |
| CN102839671A (en) | Concrete supporting reinforced cage prefabricated assembling technology and construction method | |
| CN105735228A (en) | Construction method and installation accuracy control method of rack systems of high-lift rack climbing type ship lift | |
| CN209128956U (en) | Fabricated device, gate slot component and hanging apparatus | |
| CN105804409A (en) | Positioning device and method for longitudinal reinforcing steel bars of assembling working face of prefabricated assembling-type shear wall structure | |
| CN210529741U (en) | Independent foundation embedded bolt mounting structure | |
| RU2151230C1 (en) | Method of and machine for making and setting rail support points in correct position | |
| CN108755669B (en) | Construction method for cross-tunnel steel reinforced concrete cast-in-place pile and transfer beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |